CA1247465A - Method of coating the internal surface of a pipeline with a cement-sand mortar and a device for effecting same - Google Patents
Method of coating the internal surface of a pipeline with a cement-sand mortar and a device for effecting sameInfo
- Publication number
- CA1247465A CA1247465A CA000493128A CA493128A CA1247465A CA 1247465 A CA1247465 A CA 1247465A CA 000493128 A CA000493128 A CA 000493128A CA 493128 A CA493128 A CA 493128A CA 1247465 A CA1247465 A CA 1247465A
- Authority
- CA
- Canada
- Prior art keywords
- pipeline
- mortar
- hose
- piston
- layer
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B29—WORKING OF PLASTICS; WORKING OF SUBSTANCES IN A PLASTIC STATE IN GENERAL
- B29C—SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING
- B29C67/00—Shaping techniques not covered by groups B29C39/00 - B29C65/00, B29C70/00 or B29C73/00
- B29C67/0014—Shaping techniques not covered by groups B29C39/00 - B29C65/00, B29C70/00 or B29C73/00 for shaping tubes or blown tubular films
- B29C67/0018—Turning tubes inside out
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B19/00—Machines or methods for applying the material to surfaces to form a permanent layer thereon
- B28B19/0023—Lining the inner wall of hollow objects, e.g. pipes
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L58/00—Protection of pipes or pipe fittings against corrosion or incrustation
- F16L58/02—Protection of pipes or pipe fittings against corrosion or incrustation by means of internal or external coatings
- F16L58/04—Coatings characterised by the materials used
- F16L58/06—Coatings characterised by the materials used by cement, concrete, or the like
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L58/00—Protection of pipes or pipe fittings against corrosion or incrustation
- F16L58/02—Protection of pipes or pipe fittings against corrosion or incrustation by means of internal or external coatings
- F16L58/04—Coatings characterised by the materials used
- F16L58/10—Coatings characterised by the materials used by rubber or plastics
- F16L58/1009—Coatings characterised by the materials used by rubber or plastics the coating being placed inside the pipe
- F16L58/1027—Coatings characterised by the materials used by rubber or plastics the coating being placed inside the pipe the coating being a sprayed layer
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
- Y10S—TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y10S118/00—Coating apparatus
- Y10S118/10—Pipe and tube inside
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Application Of Or Painting With Fluid Materials (AREA)
- Protection Of Pipes Against Damage, Friction, And Corrosion (AREA)
- Rigid Pipes And Flexible Pipes (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Nitrogen And Oxygen Or Sulfur-Condensed Heterocyclic Ring Systems (AREA)
Abstract
ABSTRACT According to the method of coating the internal surface of a pipeline with a cement-sand mortar, a layer of the mortar is formed on said surface and is pressed and held by a flexible hose. Before the flexible hose is pressed to the mortar layer it is turned out and placed simultaneously with the formation of the mortar layer. The device effecting the method as claimed has a cement-sand feed system, a piston arranged in the pipeline with an annular clearance to distribute the mortar layer on the internal surface of the pipeline, a chamber accommodating the flexible hose and communicating therewith by a flowing medium feed system, said flowing medium serving as a means for feeding, turning out and pressing the flexible hose to the mortar layer formed on the surface of the pipeline. -1-
Description
The present invention relates -to the construction and maintenance of pipelines, and more particularly to the method of coating the internal surface of a pipeline with a cemen-t-sand-mortar and a device for effecting same.
The invention may be used in public, agricul-tural and industrial water supply, as well as to protect chemical r oil- and gas pipelines against corrosion. The method and device as claimed may be used for applying a 1 to 50 mm thick coating in pipelines of 100 to 6000 mm in diameter.
Today, there are known in the art the method and device for coating the in-ternal surface of pipelines wi-th a cement-sand mortar (cf. e.g., a booklet by the U.S. Ameron Company "A Drawing Method of Restoring Pipelines". Instructions A-101 and A-102).
In accordance with this method and device a layer of mortar is applied on the internal surface of the pipeline in the following manner. A piston is installed in a pipeline with an annular clearance.
Before the piston the pipeline is filled with a cement-sand mortar. With the aid of a rope the piston is drawn along the pipeline, the mortar is orced out into the clearance between -the piston and the pipeline forming a layer. Due to viscosity this mortar is retained on the pipeline wall and once solidified, forms a protecting coating.
However, this method can be used for coating the internal surface of pipelines with up to 250 mm in diameter, because in larger diameter pipelines the formed coating is hot held on the internal surface due to an insufficient paving and transverse strength of the layer.
The invention may be used in public, agricul-tural and industrial water supply, as well as to protect chemical r oil- and gas pipelines against corrosion. The method and device as claimed may be used for applying a 1 to 50 mm thick coating in pipelines of 100 to 6000 mm in diameter.
Today, there are known in the art the method and device for coating the in-ternal surface of pipelines wi-th a cement-sand mortar (cf. e.g., a booklet by the U.S. Ameron Company "A Drawing Method of Restoring Pipelines". Instructions A-101 and A-102).
In accordance with this method and device a layer of mortar is applied on the internal surface of the pipeline in the following manner. A piston is installed in a pipeline with an annular clearance.
Before the piston the pipeline is filled with a cement-sand mortar. With the aid of a rope the piston is drawn along the pipeline, the mortar is orced out into the clearance between -the piston and the pipeline forming a layer. Due to viscosity this mortar is retained on the pipeline wall and once solidified, forms a protecting coating.
However, this method can be used for coating the internal surface of pipelines with up to 250 mm in diameter, because in larger diameter pipelines the formed coating is hot held on the internal surface due to an insufficient paving and transverse strength of the layer.
-2-It is the principal object of the present invention to develop a method and device for coating the internal surface of a pipeline with a cement-sand mortar which would ensure a reliable bond thereof with the surface of the pipeline, thereby creating a durable coating and protecting pipelines of different diameters.
In keeping with the set and other objects in the method of coating the internal surface of -the pipeline with the cement-sand mortar, comprising the formation of a mortar la~er on the inside of the pipeline by way of feeding and distributing said mortar on the internal surface of the pipeline by means of a moving piston, according to the i.nvention, -the formed mortar layer is pressed and held on the pipeline surface with the aid of a flexible hose which by its turned-out end is fixed -to the pipeline and, as the hose is gradually turned out, it is fed to the pipeline being pressed to the mortar layer, the hose being laid simultaneously with -the formation of the mortar layer.
According to the invention, the flexible hose is fed, turned out and pressed to the formed mortar layer by a flowing medium which is fed to the cavity formed by the turned out portion of the hose, as this occurs, the flowing medium and the portion of the flexible hose being -turned out make up a means for moving the mortar and piston along the pipeline.
The holding of the mortar on the pipeline surface by means of the flexible hose prevents the formed coating from falling off the pipeline wall and this, in turn, makes it possible to increase the thickness of the layer of the coating being formed over one stroke of the piston.
.
'`~.
The flexible hose improves the quality of the coating because the formed layer is sub~ected to pressure of the flowing medium (air) -through the hose which increases the coating strength. The quality of the coating is also improved because the mortar layer is hardened in the hermetic volume and does not crack. By virtue of the fle~ible hose the flowing medium also serves as a mover for the piston which appreciably streamlines the technology of applying -the coating, reduces the amount of equipment used for applying the coating.
Once the mortar has hardened on the pipeline surface, the flexible hose may be taken off by feeding the flowing medium be-tween the hose and the mortar layer and, having secured the second end of the hose -to the pipeline, feed l-t to -the nex-t por-tion of the latter as the hose is gradually turned out.
Removing the hose from the formed coating, upon its solidiEication, enables one to cover with one hose the subsequent portions of the pipeline over one stroke of the piston. The hose is removed as it simultaneously moves to the neighbouring section which fact streamlines the technology of forming the coating and makes the equipment less sophistica-ted.
It is advisable that longitudinal strips of electrochemical soluble alloy be pressed in the layer of the mortar held by the flexible hose, thereby making it possible to additionally protect the pipeline against an aggressive medium. The -technology of mounting the s-trips in the pipeline and obtaining a prior art cathode protec-tion of the pipeline is updated.
It is expedient that a tube be arranged in the flexible hose. This tube along which the mortar I is pumped to the piston should be fed to the pipeline together with the hose.
The arrangement of -the mo:rtar feed tube in the flexible hose makes it possible to coat long pipelines, each pipeline having one opening. This helps improve the compact size of the device and its operating conditions, and decrease the force necessary for moving the piston.
One can remove the remaining mortar in the pipeline by feeding an elastic plug therethrough using an air flow with a subsequent washing of -the pipeline with water.
To eEfect the method as claimed use is made of the device for coatiny the internal surface of a pipeline with the cement-sand-mortar, which comprises a cement-sand mortar feed system and a piston disposed in the pipeline with an annular clearance to distribute the layer of mortar along the internal surface of the pipeline which, according to the invention, is furnished with a chamber mounted behind the piston i.n -the direc-tion of mortar application, said chamber accommodating a flexible hose whose end has an arrangemen-t to secure it to the pipeline, and a flowing medium feed system communicating with said chamber, said flowing medium serviing as the means for feeding, -turning out and pressing the flexible hose to the mortar layer formed on the surface of the pipeline.
The arrangement for securing -the hose end to the pipeline may also be placed at the second end of the hose.
. -5-The chamber accommodating the hose makes it possible to coat long pipelines by feeding the working medium thereto, the coating process being automated and its quality improved.
The availability of -the hose fixing arrangements at the hose ends enables one to move the hose following the piston with any length of the pipeline, thereby increasing the speed of coating and diminishing auxiliary operations because the number of foundations pits and chambers around the pipeline is reduced as the latter is coated.
It is also expedient that a drum with a hollow shaft and a flexible hose wound thereupon be mounted in the chamber, said hose accommoclating a flexible -tube by one end communicating via the drum hollow shaft with the mortar feed system and by the other end communica-ting via throuc~h duc-ts wi-th a cavity made in the piston, the latter having an annular projection.
According to the invention, a second chamber communicating with the flowing medium feed system is mounted in the device. Said chamber houses a mechanism for placing and fixing the protector alloy strips which is made from a piston wi-th slots for the strips and rollers press-fit-ting the strips in the formed coating.
The flexible tube may communicate with the mortar feed system via a branch pipe having a chamber accommodating an elastic plug, said chamber communicating with the working medium feed system beyond the plug.
The invention will be more apparent upon considering a detailed exemplary embodiment of -the method of coating the internal surface of the pipeline with the cement-sand mortar and the device for effecting same, according to the invention, references being made to the accompanying drawings, wherein:
Fig. 1 is a schematic general view of the device for coating the internal surface of the pipeline, a longitudinal setion;
Fig. 2 is the same as in Fig. 1, the view taken along arrow A;
Fig. 3 is another schematic variant of the device, according to the invention, feeding the mortar via the tube in the flexible hose;
Fig. 4 is a chamber with an elastic plug for removing the mortar from the hose;
Fig. 5 is the same as in Fig. 3, with a chamber arranged in the pipeline along the axis thereof;
Fig. 6 is a schematic general view of the device, according to the invention;
Fig. 7 and 8 are the varian-ts Qf fixing the flexible hose end to the plpeline.
The method of coating the internal surface of the pipeline with the cement-sand mortar resides in that the coating is formed on the surface of a pipeline 1 (Fig. 1) by feeding and distributing a cement-sand mortar 2 on the in-ternal surface of the pipeline by means of a moving piston 3. A formed layer 4 of the mortar is pressed to and held on the pipeline surface with the aid of a flexible hose 5 (sheath) which by an end 6 is secured to the pipeline 1 and turned out before being pressed to the layer 4 of the mortar, the flexible hose 5 being laid simultaneously with -the formation of the layer 4 of the mortar. The turned-out portion of the hose malces contact with the piston, as is shown in Fig. 1, 3, 5, 8 to create a higher pressure in the hose which develops a force pressing the latter to the layer 4 and prevents the rupture of the hose. The flexible hose 5 is made from any prior art material, including polyethylene.
The flexible hose 5 is fed, turned out and pressed to the layer 4 of the mortar by means of a flowing medlum (e.g., air) which is fed to a cavity 7 being formed by the turned out portion of the hose 5, said flowing medium (air) and the section of the hose 5 forming a device for moving the mortar 2 and piston
In keeping with the set and other objects in the method of coating the internal surface of -the pipeline with the cement-sand mortar, comprising the formation of a mortar la~er on the inside of the pipeline by way of feeding and distributing said mortar on the internal surface of the pipeline by means of a moving piston, according to the i.nvention, -the formed mortar layer is pressed and held on the pipeline surface with the aid of a flexible hose which by its turned-out end is fixed -to the pipeline and, as the hose is gradually turned out, it is fed to the pipeline being pressed to the mortar layer, the hose being laid simultaneously with -the formation of the mortar layer.
According to the invention, the flexible hose is fed, turned out and pressed to the formed mortar layer by a flowing medium which is fed to the cavity formed by the turned out portion of the hose, as this occurs, the flowing medium and the portion of the flexible hose being -turned out make up a means for moving the mortar and piston along the pipeline.
The holding of the mortar on the pipeline surface by means of the flexible hose prevents the formed coating from falling off the pipeline wall and this, in turn, makes it possible to increase the thickness of the layer of the coating being formed over one stroke of the piston.
.
'`~.
The flexible hose improves the quality of the coating because the formed layer is sub~ected to pressure of the flowing medium (air) -through the hose which increases the coating strength. The quality of the coating is also improved because the mortar layer is hardened in the hermetic volume and does not crack. By virtue of the fle~ible hose the flowing medium also serves as a mover for the piston which appreciably streamlines the technology of applying -the coating, reduces the amount of equipment used for applying the coating.
Once the mortar has hardened on the pipeline surface, the flexible hose may be taken off by feeding the flowing medium be-tween the hose and the mortar layer and, having secured the second end of the hose -to the pipeline, feed l-t to -the nex-t por-tion of the latter as the hose is gradually turned out.
Removing the hose from the formed coating, upon its solidiEication, enables one to cover with one hose the subsequent portions of the pipeline over one stroke of the piston. The hose is removed as it simultaneously moves to the neighbouring section which fact streamlines the technology of forming the coating and makes the equipment less sophistica-ted.
It is advisable that longitudinal strips of electrochemical soluble alloy be pressed in the layer of the mortar held by the flexible hose, thereby making it possible to additionally protect the pipeline against an aggressive medium. The -technology of mounting the s-trips in the pipeline and obtaining a prior art cathode protec-tion of the pipeline is updated.
It is expedient that a tube be arranged in the flexible hose. This tube along which the mortar I is pumped to the piston should be fed to the pipeline together with the hose.
The arrangement of -the mo:rtar feed tube in the flexible hose makes it possible to coat long pipelines, each pipeline having one opening. This helps improve the compact size of the device and its operating conditions, and decrease the force necessary for moving the piston.
One can remove the remaining mortar in the pipeline by feeding an elastic plug therethrough using an air flow with a subsequent washing of -the pipeline with water.
To eEfect the method as claimed use is made of the device for coatiny the internal surface of a pipeline with the cement-sand-mortar, which comprises a cement-sand mortar feed system and a piston disposed in the pipeline with an annular clearance to distribute the layer of mortar along the internal surface of the pipeline which, according to the invention, is furnished with a chamber mounted behind the piston i.n -the direc-tion of mortar application, said chamber accommodating a flexible hose whose end has an arrangemen-t to secure it to the pipeline, and a flowing medium feed system communicating with said chamber, said flowing medium serviing as the means for feeding, -turning out and pressing the flexible hose to the mortar layer formed on the surface of the pipeline.
The arrangement for securing -the hose end to the pipeline may also be placed at the second end of the hose.
. -5-The chamber accommodating the hose makes it possible to coat long pipelines by feeding the working medium thereto, the coating process being automated and its quality improved.
The availability of -the hose fixing arrangements at the hose ends enables one to move the hose following the piston with any length of the pipeline, thereby increasing the speed of coating and diminishing auxiliary operations because the number of foundations pits and chambers around the pipeline is reduced as the latter is coated.
It is also expedient that a drum with a hollow shaft and a flexible hose wound thereupon be mounted in the chamber, said hose accommoclating a flexible -tube by one end communicating via the drum hollow shaft with the mortar feed system and by the other end communica-ting via throuc~h duc-ts wi-th a cavity made in the piston, the latter having an annular projection.
According to the invention, a second chamber communicating with the flowing medium feed system is mounted in the device. Said chamber houses a mechanism for placing and fixing the protector alloy strips which is made from a piston wi-th slots for the strips and rollers press-fit-ting the strips in the formed coating.
The flexible tube may communicate with the mortar feed system via a branch pipe having a chamber accommodating an elastic plug, said chamber communicating with the working medium feed system beyond the plug.
The invention will be more apparent upon considering a detailed exemplary embodiment of -the method of coating the internal surface of the pipeline with the cement-sand mortar and the device for effecting same, according to the invention, references being made to the accompanying drawings, wherein:
Fig. 1 is a schematic general view of the device for coating the internal surface of the pipeline, a longitudinal setion;
Fig. 2 is the same as in Fig. 1, the view taken along arrow A;
Fig. 3 is another schematic variant of the device, according to the invention, feeding the mortar via the tube in the flexible hose;
Fig. 4 is a chamber with an elastic plug for removing the mortar from the hose;
Fig. 5 is the same as in Fig. 3, with a chamber arranged in the pipeline along the axis thereof;
Fig. 6 is a schematic general view of the device, according to the invention;
Fig. 7 and 8 are the varian-ts Qf fixing the flexible hose end to the plpeline.
The method of coating the internal surface of the pipeline with the cement-sand mortar resides in that the coating is formed on the surface of a pipeline 1 (Fig. 1) by feeding and distributing a cement-sand mortar 2 on the in-ternal surface of the pipeline by means of a moving piston 3. A formed layer 4 of the mortar is pressed to and held on the pipeline surface with the aid of a flexible hose 5 (sheath) which by an end 6 is secured to the pipeline 1 and turned out before being pressed to the layer 4 of the mortar, the flexible hose 5 being laid simultaneously with -the formation of the layer 4 of the mortar. The turned-out portion of the hose malces contact with the piston, as is shown in Fig. 1, 3, 5, 8 to create a higher pressure in the hose which develops a force pressing the latter to the layer 4 and prevents the rupture of the hose. The flexible hose 5 is made from any prior art material, including polyethylene.
The flexible hose 5 is fed, turned out and pressed to the layer 4 of the mortar by means of a flowing medlum (e.g., air) which is fed to a cavity 7 being formed by the turned out portion of the hose 5, said flowing medium (air) and the section of the hose 5 forming a device for moving the mortar 2 and piston
3 along the pipeline 1.
Once the mortar has solidified, i.e., the coating has been formed -the secured end 6 of the hose 5 is disconnected and removed by pumping -the air between the hose 5 and the coating formed, said hose can be used at the subsequent portions of -the pipeline. For this purpose, the second end of this hose is secured to the pipeline 1 and as the air is fed between the hose and the coating, the hose is disconnected and, as it is turned out, it is taken to the next portion of the pipeline.
If the flexible hose 5 is a component part of the coating, in this case, the hose 5 is not removed and longitudinal strips 8 of an electrochemically soluble alloy of any known composition, e.g., alluminum alloy, comprising (wt.~) magnesium 0.1-1, gallium 0.1 to 3.5, alluminum - the rest, can be press-fitted therein. The alloy of such a composition ensures i-ts dissolution in a neutral medium, e.g., fresh water, creating a negative electrochemical potential between the strip and the material (metal) of the pipeline, the alloy dissolution products are deposited on the surface of the pipeline forming an oxide film thereupon which protects the pipeline against corrosion where there are cracks in the coating.
.
To reduce the number of operations, as the coating is applied, the flexible tube 9 (Fig. 3) is fed simultaneously with the flexible hose 5; -the cement-sand mortar is pumped to the piston 3 along said tube 9, the latter being arranged in -the flexible hose 5. The remaining mortar is removed from the tube 9 by feeding an elastic plug 10 (Fig.
Once the mortar has solidified, i.e., the coating has been formed -the secured end 6 of the hose 5 is disconnected and removed by pumping -the air between the hose 5 and the coating formed, said hose can be used at the subsequent portions of -the pipeline. For this purpose, the second end of this hose is secured to the pipeline 1 and as the air is fed between the hose and the coating, the hose is disconnected and, as it is turned out, it is taken to the next portion of the pipeline.
If the flexible hose 5 is a component part of the coating, in this case, the hose 5 is not removed and longitudinal strips 8 of an electrochemically soluble alloy of any known composition, e.g., alluminum alloy, comprising (wt.~) magnesium 0.1-1, gallium 0.1 to 3.5, alluminum - the rest, can be press-fitted therein. The alloy of such a composition ensures i-ts dissolution in a neutral medium, e.g., fresh water, creating a negative electrochemical potential between the strip and the material (metal) of the pipeline, the alloy dissolution products are deposited on the surface of the pipeline forming an oxide film thereupon which protects the pipeline against corrosion where there are cracks in the coating.
.
To reduce the number of operations, as the coating is applied, the flexible tube 9 (Fig. 3) is fed simultaneously with the flexible hose 5; -the cement-sand mortar is pumped to the piston 3 along said tube 9, the latter being arranged in -the flexible hose 5. The remaining mortar is removed from the tube 9 by feeding an elastic plug 10 (Fig.
4) therethrough using an air flow with a subsequent washing of the tube with water.
The device, effecting the method as claimed for coa-ting the internal surface of a pipeline with the cement-sand mortar, comprises a system 11 (Fig. 3,5) for feeding the cement-sand mortar to the pipeline l; the piston 3 arranged in -the pipeline 1 with an annular cl.earance 12 for distributing the layer of the mortar along the internal surface o~ the pipeline l; a chamber 13 disposed beyond the piston 3 in the direction of the application of the mortar, said chamber accommodating the flexible hose 5 wound on the drum 14; the prior art system 15 for feeding a flowing medium, e.g. air.
The cement-sand mortar feed system 11 comprises the prior art pump for pumping over cement which communicates with the piston 3 of the pipeline 1 by means of the tube 9 or with the pipeline via an opening 16 (Fig. 6-8).
The cement-sand mortar feed system 11 is mounted from the outside of the pipeline and feeds the mortar -through the opening 16 into the pipeline before the piston 3. The cement-sand mortar may be fed between two pistons 3 and 17, as is shown in Fig.
1, which fact precludes the flow thereof along the pipeline.
The piston 3 can move in the pipeline by various means, e.g., with the aid of a pull rope 18 connected with the prior art pull mechanism, 19, as _ g _ "f~ `1. , , is shown in Fig. 6, or by feeding the flowing medium (air) from the system 15 to the turned-out portion of the hose 5, which affects the piston 3 through the hose 5.
The cement-sand mortar may be pumped into a cavity 20 made in the piston 3, as is shown in Fig.
3. The piston 3 is made stepwise or with an annular projection 21; besides, in the step of a lesser diameter provision is made for ducts 22 communicating with the cavity of the piston and the pipeline in the zone of the annular clearance 12. The mortar is fed via the ducts 22 to the annular clearance 12 formed by the body of the piston of the lesser step and the internal surface of the pipeline 1.
The chamber 13 wi-th the flexible hose 5 wound on the drum 14 is mounted beyond the pis-ton 3 in -the direction of the mortar application off the pipeline, as is shown in Fig. 1,3, or inside the pipeline, as is shown in Fig. 5. Before the hose 5 is wound on the drum 5, the flexible tu~e 9 for feeding the cement-sand mortar is drawn into the hose, said tube 9 is wound alongside the flexible hose 5 on the drum 14 ~the layers of the hose 5 and flexible tube 9 are conventionally shown in Fig. 3 and 5). One end of the tube 9 is fixed in the piston 3 and communicates via a duct with a cavlty 20, the other end of the tube 9 passes through a hollow shaft 23 of -the drum 14 and through a rotary seal 24 of the known construction, communicates with the cemen-t-sand feed system 11.
The end 6 of the flexible hose 5 is fitted with the arrangement for fixing it to the pipeline internal surface. This arrangement may have any prior art construction, e.g., it may be made in the form of annular straps 25 (Fig. 6) secured to the pipeline by means of bolts 26, of hermetic elalstic '~ .
chambers 27 (Fig. 7) with a nipple or sheaths 28 (Fig. 8) from a magnetic elastic material, for example, rubber with a ferrite filler. Before the end 6 of the hose is fixed to the pipeline, this end is turned out, as is shown in Fig. 1,3, 5-8, and then it is fixed. If the flexible hose 5 is removed after the solidification of the mortar, this hose ls usually used at the subsequent portions of the pipeline, therefore, the second end of such a hose is also fitted with the arrangement to fix it to the pipeline, which is made analogously to the above arrangements.
Arranged in the pipeline 1 beyond the chamber 13 is another chamber 29 (Fig. 1) communicating with the flowing medium feed system 15.
Disposed in the chamber 29 is a mechanism 30 for placing and fixing the s-trips 8 made ~rom an electrochemically soluble alloy, e.g., the alluminum alloy indicated hereinabove.
The mechanism 30 contains a piston 31 wi-th rollers 32 being secured to the front portion of said piston 31 facing the piston 3; the number of said rollers 32 corresponds to that of simul-taneously laid strips 8. In the piston 31 provision is made for slots 33 for the strips to pass. Made in the strips are tenons 34 which are pressed in the layer of the cement-sand mortar on the surface of the pipeline through the flexible hose 5.
The flowing medium feed system 15 (Fig. 1) communicates with the chambers 13 and 29 by means of tubes 35 with solenoid valves 36 of any prior art design mounted therein. A limit switch 37 contacting with the hose S ser~es to control the valves.
The flexible tube 9 communicates wi-th the mortar feed system 11 via a branch pipe 38 (Fig. 4) having a chamber 39 communicating therewith, which '?.~ ~
"i;`.~' ' ' ' , accommodates the elastic plug 10. Beyond the plug 10 the chamber 39 communicates with the flowing medium feed system 15.
The device as claimed operates as follows.
The end 6 (Fig. 1) of the hose 5 being reeled off the drum 14 is turned out and secured to the internal surface of the pipeline 1.
Pressurized air (e.g., a pressure of 0~8 MPa) is pumped into the cavity 7 formed by the turned out portion of the hose 5 using tye system 15. As a result, the hose 5 starts moving along the pipeline 1 pressin~ the piston 3 which forces out the cement-sand mortar 2 to the annular clearance 12 ; wherein the layer 4 is formed. Upon the forma-tion of the layer 4, the hose 5 is pxessed by the flowing medium (air) to the internal surface of the pipeline 1. Due to the pressure of compressed air in the cavity 7 of the hose 5 the piston 3 (or the piston 3 and 17) moves together with the mortar 2 along the pipeline 1 forming a coating of the cement-sand mortar 2 and the hose 5.
The piston 3 may be additionally moved along the pipeline 1 by means of the pull rope 18 (Fig. 6) using the pull mechanism 19.
As the mortar 2 is consumed, it is periodically pumped by the system 11 into the cavity 20 of the pis-ton 3 along the tube 9 or between the pistons 3 and 17, or directly before the piston 3, as is shown in Fig. 6-8.
If necessary, an additional electrochemical protection may be formed in the pipeline in the following manner.
Once the whole hose 5 (Fig. 1) has been reeled off the drum 14, the switch 37 switches the solenoid valves 36 and the air begins to enter the cavity of the pipeline 1 disposed behind the piston ~ .
31 and shifts the latter along the pipeline 1, the rollers 32 being press-fitted vla the hose 5 in the layer 4 of the strip 8. The tenons 34 of the strips 8 plerce through the hose 5 and enter the formed layer 4. In case the air-tightness of the protective coating .(layer 4 and hose 5) is distur~ed, an electrochemical potential develops between the metal wall of the pipeline 1 and the strips 8 resulting in the dissolution of the strips 8. The dissolution products are settled in the damaged places of coating and seal the latter, whereupon, the strips cease to be dissolved until the next breakdown of the protecti~e coating.
In the event of a failure in feeding the cement-sand mortar 2 along the tube 9, or upon the completion of application of the protective coating, the pressure of the cement-sand mortar in the tube 9 is declined and owing to the pressure of compressed air in the chamber 39 the plug 10 (Fig. 4) begins to move along the tube 9 and remove the mortar therefrom, thereby preventing the possible solidification of the cement-sand mortar in the tube 9.
The hose 5 (Fig. 1) may serve both as a component part of the coa-ting and as a technological hose which is removed upon the solidification of the layer 4. In this case, the hose 5 is removed and may be used at a subsequent portion of the pipeline. For this purpose, the end of the hose 5 is disconnected from the pipeline 1 and the second end thereof arranged in the direction of the formation of the coating is secured to the pipeline 1. Compressed air is pumped by means of the system 15 between the formed layer 4 and the hose 5. As a result, the hose
The device, effecting the method as claimed for coa-ting the internal surface of a pipeline with the cement-sand mortar, comprises a system 11 (Fig. 3,5) for feeding the cement-sand mortar to the pipeline l; the piston 3 arranged in -the pipeline 1 with an annular cl.earance 12 for distributing the layer of the mortar along the internal surface o~ the pipeline l; a chamber 13 disposed beyond the piston 3 in the direction of the application of the mortar, said chamber accommodating the flexible hose 5 wound on the drum 14; the prior art system 15 for feeding a flowing medium, e.g. air.
The cement-sand mortar feed system 11 comprises the prior art pump for pumping over cement which communicates with the piston 3 of the pipeline 1 by means of the tube 9 or with the pipeline via an opening 16 (Fig. 6-8).
The cement-sand mortar feed system 11 is mounted from the outside of the pipeline and feeds the mortar -through the opening 16 into the pipeline before the piston 3. The cement-sand mortar may be fed between two pistons 3 and 17, as is shown in Fig.
1, which fact precludes the flow thereof along the pipeline.
The piston 3 can move in the pipeline by various means, e.g., with the aid of a pull rope 18 connected with the prior art pull mechanism, 19, as _ g _ "f~ `1. , , is shown in Fig. 6, or by feeding the flowing medium (air) from the system 15 to the turned-out portion of the hose 5, which affects the piston 3 through the hose 5.
The cement-sand mortar may be pumped into a cavity 20 made in the piston 3, as is shown in Fig.
3. The piston 3 is made stepwise or with an annular projection 21; besides, in the step of a lesser diameter provision is made for ducts 22 communicating with the cavity of the piston and the pipeline in the zone of the annular clearance 12. The mortar is fed via the ducts 22 to the annular clearance 12 formed by the body of the piston of the lesser step and the internal surface of the pipeline 1.
The chamber 13 wi-th the flexible hose 5 wound on the drum 14 is mounted beyond the pis-ton 3 in -the direction of the mortar application off the pipeline, as is shown in Fig. 1,3, or inside the pipeline, as is shown in Fig. 5. Before the hose 5 is wound on the drum 5, the flexible tu~e 9 for feeding the cement-sand mortar is drawn into the hose, said tube 9 is wound alongside the flexible hose 5 on the drum 14 ~the layers of the hose 5 and flexible tube 9 are conventionally shown in Fig. 3 and 5). One end of the tube 9 is fixed in the piston 3 and communicates via a duct with a cavlty 20, the other end of the tube 9 passes through a hollow shaft 23 of -the drum 14 and through a rotary seal 24 of the known construction, communicates with the cemen-t-sand feed system 11.
The end 6 of the flexible hose 5 is fitted with the arrangement for fixing it to the pipeline internal surface. This arrangement may have any prior art construction, e.g., it may be made in the form of annular straps 25 (Fig. 6) secured to the pipeline by means of bolts 26, of hermetic elalstic '~ .
chambers 27 (Fig. 7) with a nipple or sheaths 28 (Fig. 8) from a magnetic elastic material, for example, rubber with a ferrite filler. Before the end 6 of the hose is fixed to the pipeline, this end is turned out, as is shown in Fig. 1,3, 5-8, and then it is fixed. If the flexible hose 5 is removed after the solidification of the mortar, this hose ls usually used at the subsequent portions of the pipeline, therefore, the second end of such a hose is also fitted with the arrangement to fix it to the pipeline, which is made analogously to the above arrangements.
Arranged in the pipeline 1 beyond the chamber 13 is another chamber 29 (Fig. 1) communicating with the flowing medium feed system 15.
Disposed in the chamber 29 is a mechanism 30 for placing and fixing the s-trips 8 made ~rom an electrochemically soluble alloy, e.g., the alluminum alloy indicated hereinabove.
The mechanism 30 contains a piston 31 wi-th rollers 32 being secured to the front portion of said piston 31 facing the piston 3; the number of said rollers 32 corresponds to that of simul-taneously laid strips 8. In the piston 31 provision is made for slots 33 for the strips to pass. Made in the strips are tenons 34 which are pressed in the layer of the cement-sand mortar on the surface of the pipeline through the flexible hose 5.
The flowing medium feed system 15 (Fig. 1) communicates with the chambers 13 and 29 by means of tubes 35 with solenoid valves 36 of any prior art design mounted therein. A limit switch 37 contacting with the hose S ser~es to control the valves.
The flexible tube 9 communicates wi-th the mortar feed system 11 via a branch pipe 38 (Fig. 4) having a chamber 39 communicating therewith, which '?.~ ~
"i;`.~' ' ' ' , accommodates the elastic plug 10. Beyond the plug 10 the chamber 39 communicates with the flowing medium feed system 15.
The device as claimed operates as follows.
The end 6 (Fig. 1) of the hose 5 being reeled off the drum 14 is turned out and secured to the internal surface of the pipeline 1.
Pressurized air (e.g., a pressure of 0~8 MPa) is pumped into the cavity 7 formed by the turned out portion of the hose 5 using tye system 15. As a result, the hose 5 starts moving along the pipeline 1 pressin~ the piston 3 which forces out the cement-sand mortar 2 to the annular clearance 12 ; wherein the layer 4 is formed. Upon the forma-tion of the layer 4, the hose 5 is pxessed by the flowing medium (air) to the internal surface of the pipeline 1. Due to the pressure of compressed air in the cavity 7 of the hose 5 the piston 3 (or the piston 3 and 17) moves together with the mortar 2 along the pipeline 1 forming a coating of the cement-sand mortar 2 and the hose 5.
The piston 3 may be additionally moved along the pipeline 1 by means of the pull rope 18 (Fig. 6) using the pull mechanism 19.
As the mortar 2 is consumed, it is periodically pumped by the system 11 into the cavity 20 of the pis-ton 3 along the tube 9 or between the pistons 3 and 17, or directly before the piston 3, as is shown in Fig. 6-8.
If necessary, an additional electrochemical protection may be formed in the pipeline in the following manner.
Once the whole hose 5 (Fig. 1) has been reeled off the drum 14, the switch 37 switches the solenoid valves 36 and the air begins to enter the cavity of the pipeline 1 disposed behind the piston ~ .
31 and shifts the latter along the pipeline 1, the rollers 32 being press-fitted vla the hose 5 in the layer 4 of the strip 8. The tenons 34 of the strips 8 plerce through the hose 5 and enter the formed layer 4. In case the air-tightness of the protective coating .(layer 4 and hose 5) is distur~ed, an electrochemical potential develops between the metal wall of the pipeline 1 and the strips 8 resulting in the dissolution of the strips 8. The dissolution products are settled in the damaged places of coating and seal the latter, whereupon, the strips cease to be dissolved until the next breakdown of the protecti~e coating.
In the event of a failure in feeding the cement-sand mortar 2 along the tube 9, or upon the completion of application of the protective coating, the pressure of the cement-sand mortar in the tube 9 is declined and owing to the pressure of compressed air in the chamber 39 the plug 10 (Fig. 4) begins to move along the tube 9 and remove the mortar therefrom, thereby preventing the possible solidification of the cement-sand mortar in the tube 9.
The hose 5 (Fig. 1) may serve both as a component part of the coa-ting and as a technological hose which is removed upon the solidification of the layer 4. In this case, the hose 5 is removed and may be used at a subsequent portion of the pipeline. For this purpose, the end of the hose 5 is disconnected from the pipeline 1 and the second end thereof arranged in the direction of the formation of the coating is secured to the pipeline 1. Compressed air is pumped by means of the system 15 between the formed layer 4 and the hose 5. As a result, the hose
5 is gradually turned inside out in the place where its second end is fixed to the pipeline, and is moved , . . .
to the next portion of the pipeline l pressing and holding the layer 4 being formed on the internal surface of the pipeline l until it is solidified.
to the next portion of the pipeline l pressing and holding the layer 4 being formed on the internal surface of the pipeline l until it is solidified.
Claims (12)
1. A method of coating the internal surface of a pipeline with a cement-sand mortar, comprising the formation of the layer of mortar on the internal surface of the pipeline by feeding it to said pipeline and distributing said mortar on the internal surface of the pipeline by means of a moving piston, the formed layer of the mortar is pressed and held by a flexible hose whose end is turned out and secured to the pipeline; as said flexible hose is gradually turned out, it is moved along the pipeline and is pressed to the layer of the mortar; said hose is placed simultaneously with the formation of the layer of the mortar.
2. A method as claimed in claim 1, wherein the flexible hose is fed, turned out and pressed to the formed layer of the mortar by means of a flowing medium which is fed to the cavity being formed by the turned out portion of the hose.
3. A method as claimed in claim 2, wherein the flowing medium and the portion of the flexible hose being turned out make up a means for moving the mortar and piston along the pipeline.
4. A method as claimed in claims 1-3, wherein the flexible hose, upon the solidification of the mortar on the pipeline surface, is removed by feeding the flowing medium between the hose and the mortar layer and, having fixed the second end of the hose to the pipeline, is fed, as it is gradually turned out, to a subsequent portion of the pipeline.
5. A method as claimed in claims 1-3, wherein longitudinal strips from an electrochemically soluble alloy are pressed in the layer of the mortar held by the flexible hose.
6. A method as claimed in claim 2, wherein a tube is arranged in the flexible hose, said tube being fed together with the latter and serving to pump the mortar to the piston.
7. A method as claimed in claim 6, wherein the remaining mortar is removed from the tube in the pipeline by feeding an elastic plug therethrough using an air flow with a subsequent washing of the tube with water.
8. A device for coating the internal surface of the pipeline with a cement-sand mortar, comprising a system for feeding the cement-sand mortar into the pipeline; a piston arranged in the pipeline with an annular clearance to distribute the mortar layer on the internal surface of the pipeline; a chamber disposed beyond the said piston in the direction of the application of the coating; a flexible hose arranged in the said chamber and whose end has the arrangement to fix it to the pipeline; a flowing medium feed system communicating with said chamber, said flowing medium serving as a means for turning out and pressing the flexible hose to the mortar layer formed on the pipeline surface.
9. A device as claimed in claim 8, wherein the arrangement for fixing the hose end to the pipeline is arranged at the second end of the hose.
10. A device as claimed in claim 8, wherein in the chamber provision is made for a drum with a hollow shaft and a flexible hose wound thereupon accommodating a flexible tube by one end communicating with the mortar feed system via the drum hollow shaft, and by the other end communicating via the through ducts with a cavity made in the piston, said piston having an annular projection.
11. A device as claimed in claims 8-10, wherein a second chamber is arranged which communicates with the flowing medium feed system, said second chamber accommodating the mechanism for placing and fixing the strips from an electrochemically soluble alloy, said mechanism made up from a piston with slots for the strips to pass and rollers for press-fitting said strips in the coating formed.
12. A device as claimed in claim 10, wherein the flexible tube communicates with the mortar feed system via a branch pipe, having a chamber accommodating an elastic plug, the chamber communicating with the flowing medium feed system beyond said plug.
Applications Claiming Priority (10)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SU3797408 | 1984-10-17 | ||
SU3797908 | 1984-10-17 | ||
SU3797422 | 1984-10-17 | ||
SU3797908 | 1984-10-17 | ||
SU3797407 | 1984-10-17 | ||
SU3797423 | 1984-10-17 | ||
SU3797422 | 1984-10-17 | ||
SU3797407 | 1984-10-17 | ||
SU843797408A SU1332094A1 (en) | 1984-10-17 | 1984-10-17 | Method and apparatus for making protective coat on internal surface of pipeline |
SU3797423 | 1984-10-17 |
Publications (1)
Publication Number | Publication Date |
---|---|
CA1247465A true CA1247465A (en) | 1988-12-28 |
Family
ID=27532837
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CA000493128A Expired CA1247465A (en) | 1984-10-17 | 1985-10-16 | Method of coating the internal surface of a pipeline with a cement-sand mortar and a device for effecting same |
Country Status (8)
Country | Link |
---|---|
US (1) | US4764237A (en) |
AT (1) | AT391750B (en) |
AU (1) | AU581719B2 (en) |
CA (1) | CA1247465A (en) |
DE (1) | DE3590526C2 (en) |
FR (1) | FR2571820B1 (en) |
GB (1) | GB2176867A (en) |
WO (1) | WO1986002428A1 (en) |
Families Citing this family (19)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
AT394098B (en) * | 1986-02-20 | 1992-01-27 | Trest Juzhvodoprovod | METHOD FOR APPLYING PROTECTIVE COATINGS TO THE INTERNAL WALL OF A PIPELINE AND DEVICE FOR IMPLEMENTING THE METHOD |
GB2215806B (en) * | 1988-02-15 | 1992-02-05 | Hakko Co | Method of applying a lining to a pipeline |
JPH0688256B2 (en) * | 1988-05-02 | 1994-11-09 | 積水化学工業株式会社 | Existing pipe lining method |
DE3830821A1 (en) * | 1988-09-10 | 1990-03-22 | Niederberg Chemie | Process and apparatus for relining sewer pipes and the like |
DE3931775A1 (en) * | 1989-09-23 | 1991-04-04 | Mueller Umwelttechnik | Coating machine for interior of sewers - consists of cylinder drawn along in sewer and has outer inflated rubber sleeves with annular space fed with sealing material |
DE4012733A1 (en) * | 1990-04-23 | 1991-10-24 | Guenter Rogalski | Underground drain-pipe repair method - presses elastic hose against lining immediately after spraying this in place |
GB9024274D0 (en) * | 1990-11-08 | 1990-12-19 | Insituform Group Ltd | Improvements in or relating to the lining of passageways |
US5443377A (en) * | 1991-11-13 | 1995-08-22 | Mainlining Service, Inc. | Increased efficiency apparatus for lining a pipe with a cement mortar |
GB9127140D0 (en) * | 1991-12-20 | 1992-02-19 | Insituform Group Ltd | Improvements in or relating to the lining of passageways |
US5580406A (en) * | 1994-12-15 | 1996-12-03 | Ameron, Inc. | Surfacing or rehabilating structures without supporting forms |
GB2302152B (en) * | 1995-06-09 | 1999-11-17 | Wrc Plc | Pipeline renovation |
GB2302153B (en) * | 1995-06-12 | 1999-10-20 | Wrc Plc | Pipeline renovation |
CA2184338C (en) * | 1995-09-06 | 2000-11-14 | Shigeru Toyoda | Method of repairing an existing pipe |
US5779948A (en) * | 1996-03-11 | 1998-07-14 | Perkins, Deceased; Alfred G. | Method of lining a pipeline using a constant extrusion pressure |
NZ562503A (en) * | 2002-09-02 | 2009-04-30 | Vortex Pipes Ltd | Apparatus for and method of lining conduits |
US20060151913A1 (en) * | 2002-09-02 | 2006-07-13 | Graham Neal Deryck B | Apparatus for and method of lining conduits |
WO2006128256A1 (en) * | 2005-06-03 | 2006-12-07 | Shieldliner Limited | Apparatus and method for lining conduits |
WO2011038494A1 (en) * | 2009-09-30 | 2011-04-07 | Novelis Inc. | Pipe lining method and apparatus |
DE102013005858B3 (en) * | 2013-04-08 | 2014-08-21 | Schwindt Hydraulik Gmbh | Method of lining boreholes for deep wells and apparatus for carrying out the method |
Family Cites Families (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CH478600A (en) * | 1967-06-01 | 1969-09-30 | Indarco Sarl | Machine for the inner lining of a tube |
GB1150810A (en) * | 1967-06-28 | 1969-05-07 | Pipe Linings Inc | Method and apparatus for lining pipe |
GB1489570A (en) * | 1974-11-20 | 1977-10-19 | Tate Pipe Lining Processes Ltd | Lining of pipes |
US4373225A (en) * | 1979-07-06 | 1983-02-15 | Friedrich Wilh. Schwing, Gmbh | Piping valve with a housing for the transfer of a wiper insertable in conduits that supply pressurized viscous material, preferably concrete |
GB2082285A (en) * | 1980-08-14 | 1982-03-03 | Instituform Pipes & Structures | Lining Passageways |
JPS6010901B2 (en) * | 1980-08-19 | 1985-03-20 | 東京瓦斯株式会社 | Method and device for lining pipes |
EP0082212B1 (en) * | 1981-12-21 | 1986-02-26 | Insituform International Inc | Method for sealing pipes |
US4602974A (en) * | 1981-12-31 | 1986-07-29 | Eric Wood | Method of sealing pipe |
JPS60139376A (en) * | 1983-12-28 | 1985-07-24 | Tokyo Gas Co Ltd | Repairing method of existing piping |
-
1985
- 1985-10-14 FR FR858515210A patent/FR2571820B1/en not_active Expired
- 1985-10-16 DE DE19853590526 patent/DE3590526C2/en not_active Expired
- 1985-10-16 AU AU51955/86A patent/AU581719B2/en not_active Expired - Fee Related
- 1985-10-16 US US06/882,891 patent/US4764237A/en not_active Expired - Fee Related
- 1985-10-16 WO PCT/SU1985/000091 patent/WO1986002428A1/en active Application Filing
- 1985-10-16 AT AT0903485A patent/AT391750B/en not_active IP Right Cessation
- 1985-10-16 GB GB08612727A patent/GB2176867A/en not_active Withdrawn
- 1985-10-16 CA CA000493128A patent/CA1247465A/en not_active Expired
Also Published As
Publication number | Publication date |
---|---|
ATA903485A (en) | 1990-05-15 |
AT391750B (en) | 1990-11-26 |
AU5195586A (en) | 1986-05-02 |
FR2571820A1 (en) | 1986-04-18 |
AU581719B2 (en) | 1989-03-02 |
GB2176867A (en) | 1987-01-07 |
WO1986002428A1 (en) | 1986-04-24 |
GB8612727D0 (en) | 1986-07-02 |
DE3590526C2 (en) | 1988-08-25 |
US4764237A (en) | 1988-08-16 |
FR2571820B1 (en) | 1989-04-21 |
DE3590526T1 (en) | 1986-09-18 |
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